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Dakl Pty Ltd - Plans · MCU20/0137
Plans and drawings: the text below has words only, no drawings.
REINFORCING
JSP-203
FRAME TOP CHORD /
FOR 16.5m - 17%7m LONG HANDRAILS
1210 INT. CATWALKS ONLY
SCALE 1:25
JSP-202
UPRIGHTS
3 REINFORCED FRAMES TO BE
bnawus
f-———1210 INTERNAL-
1370 EXTERNAL
STANDARD SIDE PROFILES
SECTION A
SCALE 1:25
SCALE 1:100
NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS
Pere
NOT APPLICABLE
3 UPRIGHT
1
3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
NOT APPLICABLE
4°-10°
7.9m wax —___—-|
LOCATED AT APPROXIMATELY TREATED & DRESSED F17 HARDWOOD PLANKS FIXED { ~~ I ~~"
EQUAL SPACING ALONG 17m ero jo WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIGHT
CATWALK
, EACH PLANK, TOOL itm MAX. |
JSP—205 z a an (BENT END OPTIONAL ON ALL CATWALKS)
BOTTO ~ 4 L 1. rn 4.
CHORDS < he t t t t ! aA
If “I | I o
\ at Jsp_202 FRAME JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS >
— WELDED BETWEEN ALL CROSS MEMBERS FOR
TITCH WELDED TO CATWALKS WITH TIMBER DECKING, —=| 1000 |. 7 UPRIGHT |
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) t 13m MAX: 1
EQUAL &X
MAXIMUM CATWALK LENGTHS = PRIGHT en 965
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa NOT APPLICABLE
QO
3 UPRIGHTS 7.5m 6.7m | 6.0m 5.0m S oe
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT a
7_UPRIGHTS 13.0m (2.2m | 11.5 10.5m L (57mm MAX.
9 UPRIGHTS 15.7m 13.9m 12.5m 11.0m
NOTES: 11 UPRIGHTS 17.0m 14.7m_|_12.5m 11.0m - | 85,
* ALL FRAMING MATERIAL TO BE ALUMINIUM
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 NOT APPLICABLE |
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554 I NT I
* ALL WELDS SHALL BE 41 C.F.W. U.N.O.
+ ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE aca REQUIRED) |
* DIMENSION TOLERANCES U.N.O. SHALL BE: b m : 1
FRE ANG em ee $0.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
5S 100mm £ 05 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ALL ANGLES 1° CATWALKS REQUIRING 11 uPricats \\ SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 50Gmm ONTO PONTOON AT MEAN y= Ji
LOW WATER. SQ MAT SS VA | +
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. 200 GAP
| || ROLLER DETAIL LIT Lh N SEL £ I=
; SCALE 1:5 TIMBER DECK
i— - — TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
See teas | Po kere bi SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
I ad
1 145 bt ALUMINIUM DECK
i 4 bt SP—206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
———————— —— [ (NO LONGITUDINAL REQUIRED)
fp 3 Hee Koss re
po 19 Ik J == H 0 X 6 FLAT BAR WELDED TO
tenn Ss PI \ _ =a od HINGE TUBE & CATWALK END
Es i
, ale BULL BAR ws
100 \\__670 NYLON ROLLER TO 7 CHANNEL — PIANO HINGE DETAIL
127 EACH SIDE OF CATWALK. 0
SCALE 1:5
iE
Crichton EDGE Consulting Engineers|
1st Floor, 28 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427
ABN 66 099 997 985 [email protected]
THE MARINA SPECIALIST
TRADING AS ACN 010633119 18 RON PARKINSON CRES
WA 9/9/20
BY |_DATE
Te
APPD)
ISSUED FOR EDGE ENGINEERS.
DESCRIPTION
| CHECKED
7 At,
jPPee
5496
DATE:
17/09/2020
AS_ 1100
Py CORBOUND PARK
THE
aay
QLD 4551 AUSTRALIA
PHONE(Q7) 5492 5925
== SPECIALIST
SUENT DAKL PTY LTD
Lot 29 (59) WYUNA DR
NOOSAVILE
ME STANDARD CATWALK CONSTRUCTION
PROJECT:
STANDARD DRAWING
DATE: UNITS | SCALE: ‘SHEET:
12/3/03 mm |AS SHOWN 1 A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
MA JSP-—GW-006 L
THIS DRAWING (S SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
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